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30" <br />MIN. EACH WAY <br />G <br />MONOLITHIC FOOTING <br />1, <br />Z <br />STEEL REINFORCING IN GROUTED <br />_ <br />STEEL REINFORCING IN GROUTED <br />— <br />CELL SEE PLAN FOR SIZE AND <br />< ti <br />CELL SEE PLAN FOR SIZE AND <br />d <br />SPACING REQUIREMENTS <br />. SPACING REQUIREMENTS <br />GARAGE DOOR <br />w <br />W <br />U <br />w <br />1p. " <br />Ip� <br />W RECESS <br />U <br />Q <br />_- ° <br />FM <br />s, <br />g� <br />z <br />8" CMU WALL <br />O <br />8" CMU WALL <br />I p CORNER BARS, SAME SIZE AS LARGER BAR <br />N w 8' <br />O " 2 <br />+- <br />IN FOUNDATION WITH 30" LEG EACH <br />w U <br />°� TOP OF SLAB <br />WAY AT ALL CHANGES IN DIRECTIONS <br />50 THAT THE STEEL REINF. IS CONTINUOUS <br />I K11 <br />to to <br />TOP OF SLAB <br />• <br />SEE SLAB SCHEDULE <br />: <br />- <br />�-.-� +---.uw.—.. <br />° - VARIE <br />, ,IMATCH AMOUNT OF CONTINUOUS BARS <br />°g <br />ILL <br />CURB FOR <br />MASONRY <br />EXT. PORCH SLAB <br />BAR SIZE 48 BAR OIA. <br />4" CHAMFER (ISTORY) <br />EXT. PORCH <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />I CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />UNITS SET <br />0 AT ELEV: <br />W/ 1/2" ISOLATION <br />JOINT (WHERE ' • • ° <br />#3 18" <br />6" CHAMFER (2-STORY) <br />4q 2q" <br />SLAB <br />WI 1/2" ISOLATION <br />4" CHAMFER (1-STORY) <br />8" CHAMFER (2-STORY) <br />• <br />APPLICABLE) Z <br />SEE SCHEDULE 30' <br />JOINT (WHERE <br />• • EE SCHEDULE <br />FOR WXD, BAR SIZE <br />APPLICABLE ) <br />Z <br />° <br />FOR WxD, BAR SIZE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />AND BAR QUANTITY 3G <br />g <br />AND BAR QUANTITY <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />#7 42'• <br />iv <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO <br />K_,1EXTERIOR <br />MONO -FOOTING <br />%EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />SCALE:3/4"=1'-0" <br />G <br />@GARAGE SCALE:3/4"=1'-0" <br />CORNER BARS DETAIL <br />3 <br />„ DOOR OPENING <br />SCALE: 3/4"=V-0" <br />SCALE: 3/4"=l'-Y' <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />w <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />WALL W/ SYP No 2 STUDS SEE <br />LJJ <br />O t1 I <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />N NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE <br />1/2"�B" WEDGE ANCHOR W/ 2" <br />BTM. PLATE TO BE PT. <br />t1 SECURED WI? -PART <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />2" CAPPED <br />a g EPDXY. MIN. EMBED <br />PLATE <br />EPDXY 5-tY1" EMBED. MIN. 1fi" OC <br />SLAB W/10d MASONRY <br />GALVANIZED PIPE <br />8", UNO <br />SIMPSON SPH4 OR SPH6 MAX <br />NAIL IT O/C STAGGERED.ADDITIONAL <br />W/FLANGE @ BASE <br />Q O FOLLOW ALL MANF. <br />BTM AND TOP PLATE <br />METAL <br />j SPECIFICATIONS FOR <br />ANCHORS W/ 10d x 1 <br />CONNECTORS NOT <br />_ USE AND <br />COMMON NAILS FILL ALL <br />REQUIRED WHEN NO <br />4 <br />H " PREPARATION OF <br />U <br />� <br />HOLES, DO NOT USE 10d w <br />to UPLIFT IS PRESENT. <br />w <br />HOLE. <br />tr <br />x 3" SEE SLAB SCHEDULE <br />Of <br />SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />IZ <br />¢ <br />cr <br />Q <br />SLAB W/(4) 1/4" X 21/4" <br />`pq p 0' <br />+ 0 0 <br />+ 0 0 <br />TAPCONS <br />O' Q- <br />TOP OF SLAB <br />TOP OF SLAB <br />•. • <br />4" CHAMFER (1STORY) <br />°- -- <br />- ' �` • :4 <br />6" CHAMFER (2-STORY) <br />4! a ° <br />EQ. EQ. EE SCHEDULE <br />EQ. EQ. EE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />rJ BOLLARD <br />6 <br />MONOLITHIC FOUNDATION <br />8 scALE:3/4"=r-a' <br />UPLIFT) <br />7 scALE:aa'=r-0" <br />SCALE: 3/4"=1'-0" <br />SCALE: 314"-V-0" <br />(W/UPLIFT) <br />(NO <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />20 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />a}. <br />PROVIDE DBL. TOP PLATE <br />16" O/C STAGGERED. <br />t <br />¢ <br />ADDITIONAL METAL <br />m U <br />CONNECTORS NOT <br />m <br />REQUIRED WHEN NO <br />K y <br />UPLIFT IS PRESENT. <br />O <br />8" CMU WALL <br />e' <br />Z <br />POURED LINTEL CONT. (TYP.) <br />8" CMU FILLED CELL (TYP.) <br />VARIE8 8' <br />3' e" <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />WGROUTED <br />0° <br />SLAB <br />SEE SLAB SCHEDULE <br />1/2"DIA. SIMPSON STB2 BOLTS 5"POF <br />°°�• <br />-a• <br />Z <br />♦ <br />PAD <br />MINIMUM EMBEDMENT INTO"ISOLATED"COLUMN <br />CELL, 4" FROM ENDS AND <br />°-�� <br />a CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />• <br />POURED MONOLITHICALLY WITH <br />-- - r FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />hLxorr, m E <br />FOR WxD, BAR SIZE <br />�°'.� <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />' <br />SHOWER RECESS FOOTER <br />INTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />12 DE <br />9 <br />FOOTING AND COL. PAD <br />SCALE: 1°=�'-o" <br />SCALE:3/4"=V-0" <br />(NO UPLIFT) <br />10 <br />BLOCK WALL CONNECTION <br />SCALE: 3/4"=V-0" <br />SCALE: 3/4"=V-0" <br />A N C N I T I C T S <br />GroupLn. <br />341 N. RONALD REAGAN SLV <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774.4078 <br />www.abd••1g18roup.com <br />AA 8: 0003325 <br />IF DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813-888-2828 <br />FAX: 813-8W2802 <br />IsROJECT# <br />unDm to LOT: <br />SILVERADO <br />LOT #21 <br />BLK. #13 <br />03719.000-21131 <br />MOD= <br />2795- D <br />GARAGE sWiMCk <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />